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沥青混凝土路面抗早期水损害性能研究

Study of Early Water Injury Resisting Property to Asphalt Concrete Pavement
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摘要 首先论述做为热拌沥青混合料水稳定性检验方法的浸水马歇尔试验仍有待于进一步改进;接着分析了国外关于沥青路面渗透系数的研究情况,以及测定路面渗透系数对防止沥青混凝土路面出现早期水损害的重要性;最后就如何防止高速公路沥青混凝土路面出现早期水损害在路面压实度方面提出建议。 First, the paper discusses that Marshall immersion trial, as an examinating method for water stability of hot - mixed asphalt mix, needs still further improvement, then analyzes investigation of coefficient of water permeability of asphalt pavement abroad, at last makes suggestions in pavement compactness on prevention of early water injury of freeway asphalt concrete pavement.
出处 《辽宁交通科技》 2005年第8期7-10,共4页 Liaoning Communication Science and Technology
关键词 沥青混凝土路面 水损害 技术性能 渗透系数 压实度 Asphalt Concrete Water injury Coefficient of permeability Compactness
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参考文献6

  • 1[3]Zube, E. Compaction Studies of Asphalt Concrete Pavements as Related to the Water Permeability Test. Bulletin 358. Highway Research Board, National Research Council, Washington, D.C., 1962
  • 2[4]M.C. Ford, and C.E. McWilliams. "Asphalt Mix Permeability." University of Arkansas, Fayettville, AR, 1988
  • 3[5]S.B. Hudson, and R.L. Davis. "Relationship of Aggregate Voidage to Gradation."Association of Asphalt Paving Technologists, Volume 34. 1965
  • 4[6]Choubane, B., G.C. Page, and J.A. Musselman. Investigation of Water Permeability of Coarse Graded Superpave Pavements. Journal of the Association of Asphalt Paving Technologists, Volume 67. 1998
  • 5[7]Rajib B.Mallick,L.Allen Cooley,Jr,Matthew R.Teto,Richard L.Bradbury and Dale Peabody.An Evaluation of Factors Affecting Permeability of Superpave Designed Pavements.NCAT Report 03-02,2003
  • 6[8]L.Allen Cooley,Jr. ,E.Ray Brown ,Saeed Maghsoodloo. Development of Critical Field Permeability and Pavement Density Values for Coarse-Graded Superpvae Pavements .NCAT Report No.01-03,2001

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